HomeMy WebLinkAboutTract Map 22627-1 Lot 4-6 Precise Grading T!
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GENERAL NOTES E6JPo QCT SIE
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1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CRAFTER CITY OF TEMECULA
70, AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE EQUAL TO V. R�9
19 IF CUT OR FILL IS LESS THAN 10 FEET, OR EQUAL TO 29 IF CUT
OR FILL IS GREATER THAN 10 FEET. DRAINAGE SWALES SHALL BE A �icbca5
AMINIMUM OF 0.2 FEET DEEP AND BE CON STRUCTED A MINIMUM OF 2 FEET
FROM THE TOP OF CUT OR FILL SLOPES. MODEL HOMES SITE
i. MAXIMUM CUT AND FILL SLOPE SHALL BE 2s1. �'F'Q•.T,
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4. PROVIDE S' NIDE BY 1' NIGH BERM OR EQUIVALENT ALONG THE TOP OF
ALL FILL SLOPES OVER 5' HIGH.
A V
22627 - 1
S. ALL GRADING SHALL BE DONE UNDER THE 8UP£RVISION OFA COMPETENT TRACT No. � 1
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT
FOR ALL FILLS OVER V DEEP.
G. A REGISTERED CIVIL ENGINEER STALL SUBMIT THE BUILDING AND PRECISE GRADING PLAN
SAFETY DEPARTMENT NRITTEN CERTIFICATION OFF COMPLETION OF ROUGH
GRADING IN ACCORDANCE HITT THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO VICINITY MAP
LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
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7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR 0 STORM
FLOWS, ALONG TOP CUT OF SLOPE. \
/
•. ALL GRADING SHALL BE DONE rN CONFORMANCE WM 1REGOl4�ENDATIONSUTILITIES
' \
OF TIRE PRELINIPIARY SOILS INVESTIGATION BY SOIL TEC LAB DATED
MAY 23 1987. TWO SETS OF THE FINAL COMPACTION REPORT SHALL; \ LEGEND It SUBMITTEDTHE BUILDING AND SAFETY DEPARTMENT WHICH SHALE. \��� LEGEND
INCLUDE FOUNDATION DESIGN RECOPO MDATZONS AND CERTIFICATION J' `�\- __--- �-- -
WATER: RANCHO CALIFORNIA WATER DISTRICT
TMT GRADING HAS BEEN DONE IN CONFORMANCE MIZ'H TETE
RECOMMENDATION OF TIM r tzwwrNARY soros REPORT. � _ � r _ SEWER: EASTERN MUNICIPAL WATER DISTRICT
- TRACT BOUNDARY
9. THE CONTRACTOR SHALL NO'T'IFY THE DISTRICT BUILDING AND SAFETY t ``-,' :� _ ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT ` �' , 3 R - MODEL PLAN OF MOUSE ON LOT
� � ------- T ; GAS: SOUTHERN CALIFORNIA GAS COMPANY
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE i\ J i3 � 1 + , .
APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH J_ LOT OBER TELEPHONE: GENERAL TELEPHONE
LOT.
r r 1
10. CUT SLOPES EQUAL TO OR GREATER TRAM S' IN VERTICAL HEIGHT AND `r ' __�- L -J-.__�
' �- r ' _ - SLOPE (2:1 UNLESS OTHERWISE NOTED)
I FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SCALE-. 1=200
SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE J
, _ \
SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCES`
NO. 457 PRIOR TO APPROVAL OF FINAL INSPECTION. ilo,
11. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF I 1 1 I I + ( ' ,/'� f�Q. _ SM (WADE
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL -T--r- T -1- -T -1 �-(-"-T-�--- T- -I 1 -, t-�- -I 1 ' � I r � � I I 22 ZZ 11-
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 1 , Firm
+ r r 1 ' , 1 I , r `
ADJACENT PROPERTIES. , , 1 1 r `� , t 1 ,- , I 1 , , 1 ,`^ fl. - FLOW LINE ` ,
1 1 t + / 10. � 6.
12. DUST SHALL BE CONTROLLED BY MATERING OR OTHER APPROVED i i i i 1 i i 1 i i 1 + 1 i i t , i 1 i \ F S. - FINISH SURFACE
METHODS. - - - - --- ' - �--�-- --- --� Q.B. - GRADE BREAK FINISHED
NORTH GENERAL KEARN Y AD NC�J
--- �'J SURFACE
13. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE RUST CONTINUE _ __ M.P. - HIGH POINT
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE i I 1 1 1 I ' 1 � Zx 5x 15X
S c�X
MEASURES AND TEMPORARY DRAINAGE 2 PROVISIONS MUST BE USED TO + 1 r I 1 ' i 1 ; 93 92 91 90 89 88 87 f3 7 6 5 4 I ` T.C. - TOP OF CURB x
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 1 1 1 1 I r 1 r 1 1 , , , , , \ ��
1 _ ' -L,- -1_+- 1 -L T.& - TOP OF SLOPE
1- -J
`� � 1 � �- � I 1 + 7
14. EXPANSION JOINTS REQUIRED AT 20-FOOT INTE,2VALS FOR CONCRETE `� 1r 1 , 1 1 , , , , 1 , 1 , , , , 1 F'
TYPICAL SEC I ,ON
ROADWAY. � � 1 1 1 1 '
I 1 1 1 1 1 , 1 , 81 82 83 84 85 86 10 11 a 1s 16 17 MODEL SITE
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1S. RIP RAP SHALL BE 6-INCA MINIPbM TO 12-INCA MAXIMUM COBBLE. RIP ` �� �• . , _ J_1 -'- _ ! _...+_ !_ _I_ ! -� �_ -+_ J__1-- �� 80 > - NORTH GENERAL KEARNY ROAD
18 �
RAP VELOCITY REDUCERS SHALL BE 10' BY 25' MINIMUM. ` `� �Y �\` %% � , --- 60GART - PLACE N.T.S.
16. MINIMUM PARKING LOT GRADE SHALL BE It. ' ` � ,} `� % , � T -1-T_�- __�-- _ - _ �- I r f t ` 79
�l � I ' IJ ( I J f� J l 1 r r 1 t ` 19 /9/M
17. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.359. ; �.X1 /_1\ `\ 1- 1 1 , , J3 ) ) rl 1 1 `� 78 77 76 751 74 73 Q 28 27 26 25 24'T2322 21 20 RIM -
-r -+ , I 1
18. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE r ! ` \'-, -~ - -r -r -' 1 r '1 T-'- �, 40 60
1 / -� i , , r + I 1 , 1 1
as
SURFACES PRIOR TO PLACEMENT OF PAVING. ter` L 1 --i , 1 1 1 1 1 1 , 1 , 1 1 , , 1 1 I ,
6566 67 68 69 70 71 72 a 29 3C :+7 32 33 34 35 36 37 38 41 «, L
I!. TRF stTBDIVIDER OR CONTRACTOR SHALL APPLY TO TRL CI'T'Y OF , �' - -- '-- -'- 1-L!-L_L_L _'__1_ _ •- J. _ L _`J_1_ L_1_ l 4 ' 6 ' B ' 12 ' 12
TEMECULA ENGINEERING DEPARTMENT FOR AN ENCROACHMENT PERMIT --- 42
11'oR"ALL NoRK NITHI?t CITY RIGHT-01►-'NAY. r i r r + , T' +:
' , 1-j -'- r-r-� T � -'
- I-i- r -1 - r- -+- T -1-T -I- SIERRA MADRE RIVE FINISHED
30. sw CONTRACTDR SHALL BE RESPOMSIBLa FOR mm CIaARI11G of TAE 1 1 � � ' 1 s 1 � 1 1 1 � I 45 4 43 SURFACE
PROPOSED WORD AREA, AND RELOCATION AND COST OF ALL EXISTING 62 1 60 59 5857156 4 55 5 53 5_ ',1 47 46`.C1 •19 48 ,
1 •5x 1. 5x ,g 1 5,t lrZx
CTILITIES. TRE CITY SHALL 8E IPtI+ORPED 48 HOURS PRIOR TO
BDGINNING OF OONSTROCTION, AT (714) 694-6400. - - - -
421. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
THAN ONE FOOT.
1
SANTA GERTRUDI S CREEK '
r / TYPICAL SECTION
42. n0 FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
HAS BrEN CLEARED OF NEEDS, DEBRIS, TOPSOIL, AND OTHER N ICOLAS ROAD
BOGART PLACE
DELETERIOUS MATERIAL. _
N.T.S.
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO Be
PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM C 1 �• JJJ�
C NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED •� ( F f
MATERIAL.
BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL f J J ) ( _ 1 �1 j J (j j� J 1 / J TRACT NO. 22627-1 TRACT NO. 23428
/ I I ' Now
24. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND . FIVE I I � POWER PROP.
INDEX MAP LINE PEDESTRIAN
TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE + UT1LfT1l EJ13fMENT �Y• E8M'T TRAIL
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 0• 101
30' IN VERTICAL HEIGHT.
_ 25. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL Ir POWER POLE /��� �•.�
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE (TYP•) I
6PECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (NIT1t RESPECT rc
HOLD HARMLESS AINDEMNIFICATION CLAUSE EXISTING UNDERGROUND STRUCTURES (TYP.)
TO MEAN SEA LEVEL) SHALL BE GIVEN. fro - f
` J ` )J �r
26. EHE ROSION CONTROL: ALL GRADED SLOPES -SHALL BE PLANTED WITH CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY TOWNER OR ` - j I
ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE OTHERS. AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED
COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO REOUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING
GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR OWNER /APPLICANT I I ,
COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CONDITIONS DURING TfIE COURSE OF CONSTRUCTION OF THE PROJECT THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES I I PAD
CENTERSr TREES, 20' ON CENTER= COMBINATIONS, 15' ON CENTERS. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY# THAT THIS REOUIREMENT TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT LYON COMMUNITIES INC SHALL BE MADE TO APPLY CONT I NUi.�USLY AND NOT BE L I M I TED TO NORMAL RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES G'MAX. t'-3'
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PERWORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTI4ES AGREES TO DEFEND, NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS PAD '
�I
v.P.c. , CHAPTER 10.11. 2 4330 LA JOLLA VILLAGE DR. INDEMNIFY AND HOLD DESIGN PROFESSIONAL- HARMLESS FROM ANY AND ALL EXA A I NEO, LOCATED AT VARIANCE WITH THOSE REPORTED- OR SHOWN ON RECORDS �1• r A.C. PAVING I 2
27. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT SUITE .13 0 LIABILITY, REAL OR ALLEGED, IN CONNECT 1 ON WITH THE f ERFORMANCE OF EXAMINED. THE CONTRACTOR IS REOU I RED TO TAKE DUE PRECAUTIONARY I
NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
SAN DIEGO CA. 92IZ2 NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES OR STRUCTURES FOUND AT THE SITE. I T SHALL BE THE
28. "NO OBSTRUCTION OT FLOOD PLANS OR NATURAL WATER COURSES SHALL • I
NATNE SOIL
BE PERMITTED."
{6 19) 346-1200 CONTRACTOR'S RFSPONS I B 1 L t TY TO NOT 1 FY THE OWNERS OF THE U1'1 L 1 T 1 ES OR I
STRUCTURES CONCERNED BEFORE STARTING WORK.
29. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD '
PROPOSED ACCESS ROAD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTTON/CRADTNG.
t
i
SOILS ENGINEER NOTICE TO CONTRACTOR
CONTRACTOR SHALL VERIFY ALL COND 1 T I ONS AND D 1 MENS 1 ONS AM SHALL REPORT TYPICAL SECTION
CAUTION: THE ENGINEER PREPARING THESE PLANS _
ALL D 1 SCREPENC 1 ES TO T14E ENGINEER NEER PR 1 OR TO THE COMMENCEMENT OF WORK. ;
SOL TEC LAB /pt E SS1p
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, 1Q ,CESS ROAD ALONG TRACT 80UNDAR �QR104;
SOL
P.O. BOX 1568 UNAUTHORIZED CHANGES TO OR USES OF THESE ���`%- ��`' E G S(''S' Fy
H�, 'yam., � �2 �•' �' '
TEMECULA, CALFORNA 92390 PLANS. ALL CHANGES TO THE PLANS MUST BE
PROPERTY DESCRIPTION
(714) 676-2745
1 N Y!R 1 T 1 NG AND MUST BE APPROVED BY THE � � `� `oc IdO. 18451 �D
D PREPAR£R OF THESE PLANS. LOTS 1 THRU 8 OF TRACT NO. 22627-t. to. l 45 '° }1
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3 \Jlgjf C10`
('!� OF'111.
_
APPROVED B R E V I s I 0 N s CITY O F TEMECULA
BENCHMARK NO. DESCRIPTION SMT. APPR'D. DATE � A
ELEVATION : 1091.074 T,4 -81 DATE: DOUGLAS M. STEWART R.C.E.37254
MODEL HOMES SITE
Z DEPUTY CITY ENGINEER EX P.6-30'9 r3rel
TRACT No. 22627- 1
CITY OF TEMECULA PRECISE GRADING PLAN
IN CONCRETE WALL, STAMPED ON A 2-1/2' BRASS DISK, FROM THE INTERSECTION OF RANCHO CALFOWN A ROAD
AND FRONT STREET 1.7 MILES N.W. ON FRONT STREET - JEFFERSON AVE. TO THE INTERSECTION OF Greiner Inc. PLANS PREPARED CR THE DIRECTION Or JOB NO. DESIGNED SHEET
5225 Canyon Crest Drive 6967504 v.O.w-
JEFFERSON AND WINCHESTER (HWY. 79) ROAD, 2.0 MILES N.E. ON WINCHESTER (HWY. 79) ROAD, TO A B IDGE Bldg.200.Suite 253
OVER THE TUCULOTA CREEK AND THE SANTA GERTRUDIS CREEK FORK, IN THE SZ WING WALL, 6' S.F O Riverside Califoreie92507 DWG. NO. DRAWN
CORNER OF BRIDGE ABUTMENT 3' E OF STEEL GUARDRAL, 19' N. OF TELEPHONE SERVICE BOX. (r 147ee-7746
v.o.w.
R.C.E. b. 10V DAT[ 010 ISCALE DATE CHECKED 2
r19 81-IDWN ,ILLY'89 BJtli
l �J
A
SCALE: 1'=20'
O 20 40 60 60
B NORTH GENERAL KEARN Y -ROAD
496.32'
N 75'11'43' E
A
3'Jo Ine. 7-
3 .(o9F.L. 3141/FL. 33/2F.L N78rI1'43' E
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2.00' '
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ift
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O _PLA1 3R - _
Y. FF=- 1. PLAN- 1xf -
>0
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FF=35.70 20 = PLAN 2 ` �96 � ,• � s,
PAD-35.7 B" ,� ��.
IFF-36.00 6 4 \
z PAD=35.2 w
W O PAD=35.6 D5 -- / PAD 34.0 f
' 7 .
G
_ c \ '. lam` •°° — - _ �� ..
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7 67.50 7� 67.60' ------ -- ---- --- - --
' Ii N7511'49' E t -- --- ------ -- - -L - -- - ----- ---- - - - -- --- ----------- -----
-- ---
- -- - --- ----- -- -- ------ - ------- - --- --
G. S ,ygq
No. 18451
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APPROVED BY : R E V I S 1 0 N S
BENCHMARK INO. DESCRIPTION SHT. APPR 'D. DATE CITY OF TEMECULA
ELEVATION 1091.074 0 DOUGLAS M. STEWART R.C.E 37254 MODEL - HOME 'SITE
(ire
CI
TY TOF TEMECU q EXP 6 -309 TRACT No. 22627-1
IN CONCRETE WALL STAMPED ON A 2-1/2' BRASS DISK FROM THE INTERSECTION OF RANCHO CAL NTA ROAD PRECISE GRAING PLAN
AND FRONT STREET 1.7 MILES N.W. ON FRONT STREET JEFFERSON AVE. TO THE INTERSECTION OF grainer bc. PLANS PREPARED UNDER THE DIRECTION OF JOB NO. DESIGNED SHEET
5225 Carryon Crest Drive 8987804 R.D.N.
JEFFERSON AND WINCHESTER (HWY. 79 ) ROAD a 20 MILES N.E. ON WINCHESTER (HWY. 79 ) ROAD TO A BRIDGE Bldg.200,Suite 253
OVER THE TUCULOTA CREEK AND THE SANTA GERTRUDIS CREEK FORK , IN THE S.E. WING WALL , 6' S.E OF Wversiee,Callrmic92s07 DWG. NO. DRAWN
CORNER OF BRIDGE ABUTMENT 3' E. OF STEEL GUARDRAIL 19' N. OF TELEPHONE SERVICE BOX. (714)788-7746 MERLE SCHU R.D.N. OF
R.G.E. NO. 18451 DATE 144. SCALE DATE CHECKED
f AS SHOWN ANUARY'91 S.P.R.
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